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Title Transcription
ヒ キョウジク Cam-clay モデル オ モチイタ モリド キソ ジバン ノ ヒ ハイスイ ヘンケイ キョドウ ノ ヒョウカ
Title Alternative
Evaluation of Undrained Deformation Behavior of Clay Foundation under Embankment Using Non-coaxial Cam-ciay Model
File
language
jpn
Author
Kamei, Takeshi
Description
Evaluating the magnitude of vertical and horizontal deformations of foundation plays an important part in many geoteckmical engineering projects. Deformation analysis becomes increasingly important when embankments are constructed on soft grounds. The incorporation of a non-coaxial term into a constitutive equation has no effect on the instantaneous shear modulus for the normal stress difference, but makes the mstantaneous shear modulus for the shear stress smaller. This paper examines the influence of incorporation of a non-coaxial term on the results of deformation analysis. As a result, strain localization was clearly formed in the ground using the non-coaxial model at an embankment height lower than that using the coaxial model.
Journal Title
島根大学総合理工学部紀要. シリーズA
Volume
39
Start Page
29
End Page
35
ISSN
13427113
Published Date
2005-12-15
NCID
AA11157087
Publisher
島根大学総合理工学部
Publisher Aalternative
Interdisciplinary Faculty of Science and Engineering, Shimane University
NII Type
Departmental Bulletin Paper
Format
PDF
Text Version
出版社版
Gyoseki ID
e18675
OAI-PMH Set
Interdisciplinary Graduate School of Science and Engineering
Remark
30-41+ / 1997-2007
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